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    Statistical Study on Compression Butt‐Welded Plate

    Source: Journal of Structural Engineering:;1983:;Volume ( 109 ):;issue: 002
    Author:
    Sadao Komatsu
    ,
    Toshiyuki Kitada
    DOI: 10.1061/(ASCE)0733-9445(1983)109:2(386)
    Publisher: American Society of Civil Engineers
    Abstract: A statistical investigation on geometrical imperfections and fabrication tolerances of plate elements as well as the reducing effect on their ultimate strength in steel girder bridges fabricated in Japan are described. Measured imperfections are misalignments and angular changes of butt‐welded plate elements, such as outstanding compression flanges of plate girder and composite I‐girder bridges, as well as plate panels between stiffeners of stiffened compression plates and longitudinal stiffeners in steel box girders. The finite element method based on the elasto‐plastic finite displacement theory is applied to precise estimation of the ultimate strength of plate elements. Both the imperfections and the ultimate strength are described in semiprobabilistic terms by fitting Weibull distribution and gamma distribution functions.
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      Statistical Study on Compression Butt‐Welded Plate

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    contributor authorSadao Komatsu
    contributor authorToshiyuki Kitada
    date accessioned2017-05-08T20:50:30Z
    date available2017-05-08T20:50:30Z
    date copyrightFebruary 1983
    date issued1983
    identifier other%28asce%290733-9445%281983%29109%3A2%28386%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/28907
    description abstractA statistical investigation on geometrical imperfections and fabrication tolerances of plate elements as well as the reducing effect on their ultimate strength in steel girder bridges fabricated in Japan are described. Measured imperfections are misalignments and angular changes of butt‐welded plate elements, such as outstanding compression flanges of plate girder and composite I‐girder bridges, as well as plate panels between stiffeners of stiffened compression plates and longitudinal stiffeners in steel box girders. The finite element method based on the elasto‐plastic finite displacement theory is applied to precise estimation of the ultimate strength of plate elements. Both the imperfections and the ultimate strength are described in semiprobabilistic terms by fitting Weibull distribution and gamma distribution functions.
    publisherAmerican Society of Civil Engineers
    titleStatistical Study on Compression Butt‐Welded Plate
    typeJournal Paper
    journal volume109
    journal issue2
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(1983)109:2(386)
    treeJournal of Structural Engineering:;1983:;Volume ( 109 ):;issue: 002
    contenttypeFulltext
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